KR100707718B1 - Improve embankment of river - Google Patents

Improve embankment of river Download PDF

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Publication number
KR100707718B1
KR100707718B1 KR1020050099970A KR20050099970A KR100707718B1 KR 100707718 B1 KR100707718 B1 KR 100707718B1 KR 1020050099970 A KR1020050099970 A KR 1020050099970A KR 20050099970 A KR20050099970 A KR 20050099970A KR 100707718 B1 KR100707718 B1 KR 100707718B1
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South Korea
Prior art keywords
hole
river
block
sidewalk
fixing
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KR1020050099970A
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Korean (ko)
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최기영
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(주)화신엔지니어링
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

본 발명은 하천 둔치 상면에 시공된 보도의 경계면에 보호구조물을 설치하여 법면의 붕괴 방지 및 각종 오물이 하천으로 유입되는 것을 방지할 수 있는 하천연안의 토사유출 방지구조에 관한 것으로서, 그 특징적인 구성은 하천(80)의 둔치를 이루는 상면에 시공된 보도(70)의 경계부 상면에 등간격으로 설치되고 하부 중앙에는 배수공(12)이 형성되며, 상측에는 삽입공(11)이 관통되게 형성된 고정블록(10)과, 상기 배수공(12)의 양 측면 및 상면 중앙에 형성된 내부 끼움공(13)과, 상기 내부 끼움공(13)에 끼워지고 중앙에는 제1거름망(41)이 설치된 제1사각틀(40)과, 상기 고정블록(10)의 양 측면에 형성된 외부 끼움공(14)과, 상기 고정블록(10)의 상면에 설치되도록 저면 양측에는 삽입공(11)에 끼워지는 끼움관(21)이 형성된 회동블록(20)과, 상기 회동블록(20)의 저면에 형성된 결합공(22)과, 상기 외부 끼움공(14) 및 결합공(22)에 끼워지고 중앙에는 제2거름망(51)이 설치된 제2사각틀(50)과, 상기 회동블록(20) 및 고정블록(10)이 보도(70)의 상면에 고정되도록 삽입공(11)에 관통되게 결합되는 고정볼트(30)를 포함하여서 된 것이다.The present invention relates to a structure for preventing the outflow of soil in the stream coast which can prevent the collapse of the legal surface and prevent the inflow of various wastes into the river by installing a protective structure at the boundary of the sidewalk constructed on the upper surface of the river blunt. The fixed block is formed on the upper surface of the sidewalk 70 formed on the upper surface forming the blunt of the river (80) at equal intervals and the drain hole 12 is formed in the lower center, the insertion hole 11 penetrates the upper side 10, a first square frame fitted to the inner fitting hole 13 formed at both side surfaces and the upper surface of the drain hole 12, and the inner fitting hole 13, and the first strainer 41 is installed at the center thereof. 40, an outer fitting hole 14 formed at both sides of the fixing block 10, and a fitting tube 21 fitted into the insertion hole 11 at both sides of the bottom surface so as to be installed on the upper surface of the fixing block 10. Rotating block 20 and the bottom surface of the rotating block 20 is formed A second square frame 50 formed in the coupling hole 22 and the outer fitting hole 14 and the coupling hole 22 and a second strainer 51 is installed at the center thereof, and the rotation block 20 and the fixing hole 22 are fixed. Block 10 is to include a fixing bolt 30 is coupled to penetrate through the insertion hole 11 to be fixed to the upper surface of the sidewalk (70).

하천, 법면, 보도, 거름망 Rivers, fronts, sidewalks, sieves

Description

하천연안의 토사유출 방지구조{IMPROVE EMBANKMENT OF RIVER}Soil Spill Prevention Structure in River Shore {IMPROVE EMBANKMENT OF RIVER}

도 1은 일반적인 하천을 단면도.1 is a cross-sectional view of a common river.

도 2는 본 발명에 따른 토사유출 방지구조를 나타낸 분해 사시도.Figure 2 is an exploded perspective view showing the soil leakage prevention structure according to the present invention.

도 3은 본 발명에 따른 토사유출 방지구조를 나타낸 사시도.Figure 3 is a perspective view showing the soil leakage prevention structure according to the present invention.

도 4는 본 발명에 따른 토사유출 방지구조를 나타낸 단면도.Figure 4 is a cross-sectional view showing a soil leakage prevention structure according to the present invention.

도 5는 본 발명에 따른 토사유출 방지구조가 하천에 설치된 상태를 나타낸 사용 상태도.Figure 5 is a use state diagram showing a state in which the soil leakage prevention structure according to the invention installed in the river.

도 6은 본 발명에 따른 토사유출 방지구조가 하천에 설치된 상태를 나타낸 평면도.Figure 6 is a plan view showing a state in which the soil leakage prevention structure according to the invention installed in the river.

< 도면의 주요부분에 대한 부호의 설명 ><Description of Symbols for Major Parts of Drawings>

10 : 고정블록 11 : 삽입공10: fixed block 11: insertion hole

12 : 배수공 13 : 내부 끼움공12: drain hole 13: internal fitting hole

14 : 외부 끼움공 20 : 회동블록14: external insertion hole 20: rotation block

21 : 끼움관 22 : 결합공21: fitting pipe 22: coupling hole

30 : 고정볼트 40 : 제1사각틀30: fixing bolt 40: the first square frame

41 : 제1거름망 50 : 제2사각틀41: first strainer 50: second square frame

51 : 제2거름망 60 : 법면51: second manure network 60: the law

70 : 보도 71 : 요입홈70: press 71: concave groove

80 : 하천80: river

본 발명은 하천연안의 토사유출 방지구조에 관한 것으로서, 더욱 상세하게는 하천 둔치의 상면에 시공된 보도의 경계면에 보호구조물을 설치하여 법면의 붕괴 방지 및 각종 오물이 하천으로 유입되는 것을 방지할 수 있는 하천연안의 토사유출 방지구조에 관한 것이다.The present invention relates to a structure for preventing the outflow of soil in the river coast, and more particularly, by installing a protective structure on the boundary surface of the sidewalk constructed on the upper surface of the river barrier to prevent the collapse of the legal surface and the inflow of various wastes into the river. The present invention relates to a structure for preventing sediment spills on river shores.

일반적으로 하천에는 양측면에 법면을 설치하고 있으며, 상기 법면은 하천의 범람을 예방하여 하천에 인접한 주민들의 안전을 확보함은 물론, 법면과 연접되어 형성되는 둔치는 주민들의 안락한 생활을 영위할 수 있도록 돕게 된다.In general, the river is installed on both sides of the river, and the law prevents the flooding of the river to ensure the safety of the residents adjacent to the river, and the blunt formed in connection with the law allows the residents to live comfortably. Will help.

상기 하천의 법면은, 하천과 접하는 측으로 콘크리트를 이용하여 옹벽을 설치하고 법면과 접하는 둔치에는 보도를 설치한다.As for the legal side of the said river, a retaining wall is installed using concrete to the side which contacts a river, and the sidewalk is provided in the blunt side which contacts a legal side.

그러나, 대부분의 하천 법면은 대홍수시 유실에 대한 대책이 없어 우기시 하천 법면이 손쉽게 붕괴되어 대형의 인명사고 및 재산 손실을 가져오는게 우리의 실정이라 할 수 있다.However, most of the river laws have no countermeasures against loss of floods, so it is our situation that the river laws easily collapse during the rainy season, resulting in large casualties and property loss.

한편, 보도에 투척된 각종 오물은 빗물과 함께 하천으로 유입되어 하천이 오염되는 등의 문제점이 있었다.On the other hand, various wastes thrown on the sidewalk was introduced into the river with the rain water, there was a problem such that the river is polluted.

즉, 일반적인 하천은 도1에 나타낸 바와 같이 그 하천(100)을 흐르는 물에 의해서 다양한 형태로 형성되어 있으며, 이러한 하천의 법면(101)으로 물이 유입되고 있다.That is, a general river is formed in various forms by the water flowing through the river 100 as shown in FIG. 1, and water is introduced into the legal surface 101 of the river.

한편, 종래에는 종래에는 도2에 나타낸 바와 같이 하천(100)의 측면을 이루는 법면(101)의 상단부와, 그 법면에 연접되는 보도(102)의 경계부에는 붕괴를 방지할 수 있는 어떠한 수단도 강구되지 않았으므로, 법면으로 물이 유입되는 것을 방지하지 못하였으며, 상기 경계부가 작은 외력에 의해서도 손쉽게 파손되었고, 장기간 사용시 파손이 증가하여 법면(101) 및 보도(102)를 붕괴시키게 되는 문제점이 있었다.Meanwhile, conventionally, as shown in FIG. 2, any means capable of preventing collapse can be provided at the upper end of the normal surface 101 forming the side surface of the river 100 and the boundary of the sidewalk 102 connected to the normal surface. Since it did not prevent water from flowing into the surface, the boundary portion was easily broken by a small external force, and there was a problem in that the surface 101 and the sidewalk 102 were collapsed due to increased breakage during long-term use.

한편, 상기 경계부에는 보도(102)에 투척된 오물을 차단할 수 있는 어떠한 수단도 강구되지 않았으므로, 상기 오물이 빗물과 함께 하천(100)으로 유입되어 하천(100)을 오염시키게 되는 등의 문제점이 있었다.On the other hand, since no means for blocking the dirt thrown on the sidewalk 102 has been devised at the boundary, the problem that the dirt flows into the river 100 together with the rainwater contaminates the river 100. there was.

본 발명은 상기한 문제점 해결하기 위하여 발명한 것으로서, 그 목적은 하천의 법면과 연접되는 보도와 둔치의 경계부에 보호구조물을 설치하여 둔치에 설치된 시설물이 파손되어 하천으로 유입되는 경우 법면의 토사층이 파임되어 발생되는 법면 유실의 문제를 방지함과 동시에 보도의 오물이 하천으로 유입되는 것을 방지할 수 있는 하천연안의 토사유출 방지구조를 제공함에 있다.The present invention has been invented to solve the above problems, the object is to install a protective structure at the boundary of the footpath and the barrier that is connected to the legal surface of the river and when the facilities installed in the barrier is damaged and the soil layer of the surface is dug into the river. In addition, the present invention provides a structure for preventing the outflow of soil along the river shore, which can prevent the loss of legally generated roads and prevent the inflow of sidewalk dirt into the river.

상기 목적을 달성하기 위한 본 발명의 특징적인 구성을 설명하면 다음과 같다.Referring to the characteristic configuration of the present invention for achieving the above object is as follows.

본 발명의 하천연안의 토사유출 방지구조는 하천의 둔치를 이루는 상면에 시공된 보도의 경계부 상면에 등간격으로 설치되고 하부 중앙에는 배수공이 형성되며, 상측에는 삽입공이 관통되게 형성된 고정블록과, 상기 배수공의 양 측면 및 상면 중앙에 형성된 내부 끼움공과, 상기 내부 끼움공에 끼워지고 중앙에는 제1거름망이 설치된 제1사각틀과, 상기 고정블록의 양 측면에 형성된 외부 끼움공과, 상기 고정블록의 상면에 설치되도록 저면 양측에는 삽입공에 끼워지는 끼움관이 형성된 회동블록과, 상기 회동블록의 저면에 형성된 결합공과, 상기 외부 끼움공 및 결합공에 끼워지고 중앙에는 제2거름망이 설치된 제2사각틀과, 상기 회동블록 및 고정블록이 보도의 상면에 고정되도록 삽입공에 관통되게 결합되는 고정볼트를 포함하여서 된 것이다.The earth and sand leakage prevention structure of the stream coast of the present invention is installed at equal intervals on the upper surface of the boundary of the sidewalk constructed on the upper surface of the river ditch, the lower center is formed with a drain hole, the upper side is a fixed block formed so that the insertion hole, and An inner fitting hole formed at both sides of the drain hole and a center of the upper surface, a first square frame fitted to the inner fitting hole and having a first strainer installed at the center thereof, an outer fitting hole formed at both sides of the fixing block, and an upper surface of the fixing block. A rotation block having a fitting pipe fitted into an insertion hole at both sides of the bottom surface to be installed, a coupling hole formed at the bottom of the rotation block, a second square frame fitted into the external fitting hole and a coupling hole, and having a second strainer installed at the center thereof; The rotation block and the fixed block is to include a fixing bolt coupled to penetrate through the insertion hole to be fixed to the upper surface of the sidewalk.

이와 같은 특징을 갖는 본 발명을 상세하게 설명하면 다음과 같다.Referring to the present invention having such characteristics in detail as follows.

도 2는 본 발명에 따른 토사유출 방지구조를 나타낸 분해 사시도이고, 도 3은 본 발명에 따른 토사유출 방지구조를 나타낸 사시도이며, 도 4는 본 발명에 따른 토사유출 방지구조를 나타낸 단면도이고, 도 5는 본 발명에 따른 토사유출 방지구조가 하천에 설치된 상태를 나타낸 사용 상태도이며, 도 6은 본 발명에 따른 토사유출 방지구조가 하천에 설치된 상태를 나타낸 평면도이다.
참고로 본 발명을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단될 경우에는 그 상세한 설명을 생략하였다.
또한, 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.2 is an exploded perspective view showing the soil leakage prevention structure according to the present invention, Figure 3 is a perspective view showing the soil leakage prevention structure according to the present invention, Figure 4 is a cross-sectional view showing the soil leakage prevention structure according to the present invention, Figure 5 is a state diagram showing a state in which the soil leakage prevention structure according to the present invention is installed in the river, Figure 6 is a plan view showing a state in which the soil leakage prevention structure according to the present invention is installed in the river.
For reference, in describing the present invention, when it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description thereof is omitted.
In addition, terms to be described below are terms defined in consideration of functions in the present invention, which may vary according to the intention or convention of a user or an operator.

그러므로, 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것임은 물론이다.
여기에서 참조되는 바와 같이 본 발명은 하천(80)의 둔치를 이루는 상면에 시공된 보도(70)의 경계부 상면에 등간격으로 설치되도록 복수개의 고정블록(10)이 마련되어 있되, 그 고정블록(10)의 하부 중앙에는 배수공(12)이 형성되어 있고, 상부 양측에는 삽입공(11)이 관통되게 형성되어 있다. 즉, 하천(80)은 양측에 둔치가 형성되고 하천(80)과 둔치가 접하는 사이에 토사가 비탈지게 형성된 비탈면(60)이 시공된다.Therefore, the definition should be made based on the contents throughout the specification.
As referred to herein, the present invention is provided with a plurality of fixed blocks 10 to be installed at equal intervals on the upper surface of the boundary of the sidewalk 70 constructed on the upper surface of the river 80, the fixed block 10 Drain hole 12 is formed in the lower center of the bottom, and the insertion hole 11 is formed through the upper both sides. That is, the stream 80 is formed on both sides, and the slope 60 is formed so that the soil is slanted between the river 80 and the contact with the blunt.

한편, 상기 고정블록(10)에는 배수공(12)의 양 측면 및 상면 중앙에 디귿(ㄷ)자 형태로 홈이 연속되는 내부 끼움공(13)이 형성되어 있고, 그 내부 끼움공(13)에는 제1사각틀(40)이 삽입되어 있으며, 상기 제1사각틀(40)은 사각틀체로 형성되는 중앙에 제1거름망(41)이 설치되어 있다.On the other hand, the fixing block 10 is formed in the inner fitting hole 13 in which the grooves are continuous in the form of Di ((c)) on both sides and the center of the upper surface of the drain hole 12, the inner fitting hole (13) The first rectangular frame 40 is inserted, and the first rectangular frame 40 is provided with a first strainer 41 in the center of the rectangular frame body.

그리고, 상기 고정블록(10)은 양 측면에 외부 끼움공(14)이 형성되어 있고, 상기 고정블록(10)에는 상면에 회동블록(20)이 마련되어 있되, 상기 회동블록(20)에는 저면 양측에 삽입공(11)에 끼워지는 끼움관(21)이 하향 돌출되게 형성되어 있다.In addition, the fixing block 10 is formed with external fitting holes 14 on both sides, the fixing block 10 is provided with a rotating block 20 on the upper surface, the rotating block 20, both sides of the bottom The fitting pipe 21 fitted in the insertion hole 11 is formed to protrude downward.

또한, 상기 회동블록(20)은 저면에 결합공(22)이 형성되어 있고, 상기 고정블록(10)과 회동블록(20)의 외부 끼움공(14) 및 결합공(22)에는 제2사각틀(50)이 삽입되어 있으며, 상기 제2사각틀(50)은 사각틀체로 형성되는 중앙에 제2거름망(51)이 설치되어 있다.In addition, the rotation block 20 has a coupling hole 22 is formed on the bottom surface, the second fitting frame in the outer fitting hole 14 and the coupling hole 22 of the fixed block 10 and the rotation block 20. 50 is inserted, and the second rectangular frame 50 is provided with a second strainer 51 in the center formed of a rectangular frame body.

그리고, 상기 회동블록(20) 및 고정블록(10)이 보도(70)의 상면에 고정되도록 삽입공(11)을 관통하여 고정되는 고정볼트(30)가 마련되어 있다.In addition, the rotating block 20 and the fixing block 10 is provided with a fixing bolt 30 is fixed through the insertion hole 11 to be fixed to the upper surface of the sidewalk (70).

한편, 상기 하천(80)의 둔치(the terrace land on the river)에는 보도(70)와 접한 경계부에 제1사각틀(40) 및 제2사각틀(50)의 하부가 끼워지는 요입홈(71)을 형성하는 것이 더욱 바람직하다.On the other hand, in the terrace land on the river of the river 80, the recessed groove 71 into which the lower portion of the first rectangular frame 40 and the second rectangular frame 50 is fitted at the boundary portion in contact with the sidewalk 70. It is more preferable to form.

이와 같이 구성된 본 발명을 상세히 설명하면 다음과 같다.Referring to the present invention configured as described in detail as follows.

먼저, 하천(80)의 보도(70)가 시공된 경계부에 고정블록(10)을 설치하되, 상기 고정블록(10)은 소정간격 유지되게 설치하는 것이며, 상기 고정블록(10)을 설치할 때에는 내부 끼움공(13)에 제1사각틀(40)을 끼운 후 경계부에 안착시키는 것이고, 이때 제1사각틀(40)은 하부가 경계부에 형성된 요입홈(71)에 삽입되는 것이다.First, the fixed block 10 is installed on the boundary where the sidewalk 70 of the river 80 is constructed, and the fixed block 10 is installed to be maintained at a predetermined interval, and when the fixed block 10 is installed, The first rectangular frame 40 is inserted into the fitting hole 13 and then seated on the boundary part. In this case, the first rectangular frame 40 is inserted into the recessed groove 71 formed at the lower boundary part.

한편, 상기 고정블록(10)은 양 측면에 형성된 외부 끼움공(14)에 제2사각틀(50)을 결합하는 것으로서, 고정블록(10)의 설치 간격을 일정하게 유지할 수 있게되며, 상기 제2사각틀(50)은 하부가 경계부에 형성된 요입홈(71)에 삽입되는 것이다.On the other hand, the fixing block 10 is to couple the second square frame 50 to the outer fitting hole 14 formed on both sides, it is possible to maintain a constant installation interval of the fixing block 10, the second The square frame 50 is inserted into the recessed groove 71 formed at the lower portion of the boundary.

이와 같이, 고정블록(10)의 설치가 완료된 후 고정블록(10)의 상면에 회동블록(20)을 설치하는 것이며, 이때에는 회동블록(20)의 저면에 형성된 끼움관(21)을 삽입공(11)에 삽입하면 고정블록(10)과 회동블록(20)의 결합이 완료되는 것이고, 이때 상기 고정블록(10)의 사이마다 제2사각틀(50)이 설치되어 있으므로 상기 회동블록(20)을 상측에서 결합하면 그 저면에 형성된 결합공(22)에 제2사각틀(50)의 상측이 끼워지게 되므로 고정블록(10), 회동블록(20) 및 제2사각틀(50)의 설치가 완료되는 것이다.As such, after the installation of the fixed block 10 is completed to install the rotating block 20 on the upper surface of the fixed block 10, in this case the insertion tube 21 formed in the bottom surface of the rotating block 20 is inserted into the hole Inserted into the (11) is to complete the coupling of the fixed block 10 and the rotation block 20, at this time, because the second square frame 50 is installed between each of the fixed block 10, the rotation block 20 When the upper side of the second square frame 50 is fitted into the coupling hole 22 formed at the bottom thereof, the installation of the fixed block 10, the rotation block 20 and the second square frame 50 is completed. will be.

즉, 상기 고정블록(10)은 경계부에 접촉되고 회동블록(20)은 고정블록의 상면에 안착되므로 경계부의 만곡을 따라서 고정블록(10) 및 회동블록(20)을 설치할 수 있게되는 것이다.That is, the fixed block 10 is in contact with the boundary portion and the rotating block 20 is seated on the upper surface of the fixed block is to be able to install the fixed block 10 and the rotating block 20 along the curvature of the boundary.

상술한 바와 같이 고정블록(10)과 회동블록(20)의 결합이 완료된 후 그 고정블록(10)과 회동블록(20)이 견고히 고정될 수 있도록 삽입공(11)에 고정볼트(30)를 삽입하는 것이며, 상기 고정볼트(30)는 보도(70)의 내부로 매립설치하는 것이다.As described above, after the coupling of the fixed block 10 and the rotation block 20 is completed, the fixing bolt 30 is inserted into the insertion hole 11 so that the fixed block 10 and the rotation block 20 can be firmly fixed. The fixing bolt 30 is to be inserted into the interior of the sidewalk 70 is inserted.

즉, 고정블록(10)과 회동블록(20)은 보도(70)와 접한 위치에 고정볼트(30)의 하부 단부가 고정되게 되는 것이다.That is, the fixed block 10 and the rotation block 20 is to be fixed to the lower end of the fixing bolt 30 in a position in contact with the sidewalk 70.

상기 고정블록(10)과 회동블록(20)에 설치되는 제1,2사각틀(40)(50)은 둔치에 투척된 각종 오물이 빗물과 함께 이동될 때 하천으로 유입되는 것을 방지하게 되는 것이며, 상기 빗물은 제1거름망(41) 및 제2거름망(51)을 통하여 배수되는 것이다.The first and second square frames 40 and 50 installed on the fixed block 10 and the rotation block 20 are to prevent the various dirt thrown in the blunt from flowing into the river when it moves with rainwater, The rain water is to be drained through the first strain net 41 and the second strain net 51.

즉, 하천(80)의 둔치에 설치된 고정블록(10), 회동블록(20) 및 제1,2사각틀(40)(50)에 의해서 둔치에서 발생되는 쓰레기가 하천(80)으로 유입되는 것을 방지하게 되는 것이다.
또한, 상기 회동블록(20)은 다수개의 고정블록(10)이 일정거리를 이격되도록 안착되는 상면에 회동블록(20)이 결합되는 구조로, 이격되어 안착되는 2개의 고정블록(10)의 각각의 삽입공(11)에 회동블록(20)의 끼움관(21)이 설치된 상태에서 별도의 고정볼트(30)를 설치하지 않게 되면 고정블록(20)이 수평뿐만 아니라 지그재그로 설치될 수 있는 바, 이러한 형태로 설치될 수 있는 블록을 회동블록(20)으로 명명(命名)하였다.That is, by the fixed block 10, the rotation block 20 and the first and second rectangular frame 40, 50 installed in the blunt of the river 80 prevents the waste generated from the blunt flow into the river 80. Will be done.
In addition, the rotation block 20 has a structure in which the rotation block 20 is coupled to the upper surface on which the plurality of fixed blocks 10 are seated so as to be spaced apart by a predetermined distance, each of the two fixed blocks 10 spaced and seated. In the insertion hole 11 of the fitting block 21 of the rotation block 20 is not installed in the state in which a separate fixing bolt 30 is installed, the fixing block 20 can be installed in a zigzag as well as horizontal bar The block that can be installed in this form was named as the rotation block 20.

부연 하자면, 상기 고정블록(10)과 회동블록(20)은, 여름철에 비가 많이 오는 지역에서는 콘크리트 재질로 제작된 제품을 사용할 수 있고, 여름철에 비가 적게 내리는 지역에서는 플라스틱, 폴리에틸렌 등과 같은 합성수지를 이용하여 제작하여 사용할 수도 있으며, 필요에 따라 고정블록(20)은 콘크리트 재질로 제작하고 회동블록(20)은 플라스틱, 폴리에틸렌으로 제작하여 사용할 수 있다.In detail, the fixed block 10 and the rotation block 20 may use a product made of a concrete material in a rainy area in summer, and use a synthetic resin such as plastic or polyethylene in a rainy area in the summer. It can also be manufactured and used, if necessary, the fixed block 20 is made of a concrete material and the rotating block 20 can be made of plastic, polyethylene.

이와 같은 본 발명은 하천의 둔치에 설치된 고정블록, 회동블록 및 제1,2사각틀에 의해서 둔치에 투척된 후 빗물과 함께 이동하는 담배꽁초, 비닐종이, 알루미늄 캔 등과 같은 쓰레기는 차단하고 빗물은 제1거름망 및 제2거름망을 통하여 배수되므로 하천의 오염을 방지함과 동시에 빗물을 원활하게 배수시킬 수 있게 되는 특유의 효과를 가지며, 홍수시 빗물과 함께 둔치에 시공된 시설물의 잔해가 법면을 따라 흘러가며 파헤쳐지면서 발생되는 법면 유실의 문제를 방지할 수 있는 효과가 있다.The present invention blocks the garbage, such as cigarette butts, vinyl paper, aluminum cans and the like that move with rainwater after being thrown into the blunt by the fixed block, the rotation block and the first and second square frames installed on the river's blister. Since it is drained through the 1st and 2nd nets, it has the unique effect of preventing the pollution of the river and draining the rainwater smoothly. There is an effect that can prevent the problem of the loss of law caused by digging.

삭제delete

Claims (2)

하천(80)의 둔치를 이루는 상면에 시공된 보도(70)의 경계부 상면에 등간격으로 설치되고 하부 중앙에는 배수공(12)이 형성되며, 상기 배수공(12)의 양 측면 및 상면 중앙에 형성된 내부 끼움공(13)과, 양 측면에 형성된 외부 끼움공(14)과, 상측에 삽입공(11)이 관통되게 형성된 고정블록(10)과;It is installed at equal intervals on the upper surface of the boundary of the sidewalk 70 constructed on the upper surface forming the blunt of the river 80, the drain hole 12 is formed in the lower center, the inner side formed on both sides and the upper surface of the drain hole 12 A fitting hole 13, external fitting holes 14 formed at both sides, and a fixing block 10 formed to penetrate the insertion hole 11 at an upper side thereof; 상기 고정블록(10)의 삽입공(11)에 삽입되어 끼워지도록 저면 양측에 끼움관(21)이 형성되고, 끼움공(21)이 형성된 그 사이 저면에 결합공(22)이 형성된 회동블록(20)과; Insertion pipe 21 is formed on both sides of the bottom to be inserted and inserted into the insertion hole 11 of the fixed block 10, the rotation block formed with a coupling hole 22 on the bottom between the insertion hole 21 is formed ( 20); 상기 고정블록(10)의 내부 끼움공(13)에 끼워지고 중앙에는 제1거름망(41)이 설치된 제1사각틀(40)과;A first square frame (40) fitted into the inner fitting hole (13) of the fixing block (10) and having a first strainer (41) installed in the center thereof; 상기 등간격으로 설치되는 다수개의 고정블록(10)과 회동블록(20)의 외부 끼움공(14)과 결합공(22)에 끼워지고 중앙에는 제2거름망(51)이 설치된 제2사각틀(50)과; The second rectangular frame 50 is fitted in the outer fitting hole 14 and the coupling hole 22 of the plurality of fixed block 10 and the rotation block 20 installed at equal intervals and the second sieve net 51 is installed at the center thereof. )and; 상기 등간격으로 설치되는 다수개의 고정블록(10)과 회동블록(20)이 보도(70)의 상면에 고정되도록 삽입공(11)과 끼움관(21)을 관통하여 결합되는 고정볼트(30);로 구성된 것을 특징으로 하는 하천연안의 토사유출 방지구조.Fixing bolt 30 is coupled through the insertion hole 11 and the fitting pipe 21 so that the plurality of fixing blocks 10 and the rotation block 20 is installed at the same interval is fixed to the upper surface of the sidewalk 70. Soil spill prevention structure of the river coast, characterized in that consisting of. 제1항에 있어서, The method of claim 1, 상기 법면(60)과 보도(70)의 경계부에는 제1사각틀(40) 및 제2사각틀(50)의 하부가 끼워지는 요입홈(71)이 더 형성됨을 특징으로 하는 하천연안의 토사유출 방지구조.At the boundary portion between the legal surface 60 and the sidewalk 70, a recess in which the lower portion of the first rectangular frame 40 and the second rectangular frame 50 is inserted is formed, and the soil leakage prevention structure of the stream coast is characterized in that it is further formed. .
KR1020050099970A 2005-10-24 2005-10-24 Improve embankment of river KR100707718B1 (en)

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KR102176536B1 (en) 2020-02-25 2020-11-09 상록엔비텍(주) Sand loss prevention structure
KR102310868B1 (en) 2021-03-05 2021-10-12 상록엔비텍(주) Structure to Prevent Soil Loss in River and Coastal Slopes and Installation Method Thereof
KR102312995B1 (en) 2021-03-05 2021-10-13 상록엔비텍(주) Wave Dissipating Block Structure and Its Mounting Method
KR20210125266A (en) 2020-04-08 2021-10-18 김기종 Structure with enhanced stability used on the surface and its mounting method
KR20230047647A (en) 2021-10-01 2023-04-10 상록엔비텍(주) Wave Dissipating Block Structure and Its Mounting Method
KR20230047645A (en) 2021-10-01 2023-04-10 상록엔비텍(주) Structure to Prevent Soil Loss in River and Coastal Slopes and Installation Method Thereof

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Publication number Priority date Publication date Assignee Title
KR102176536B1 (en) 2020-02-25 2020-11-09 상록엔비텍(주) Sand loss prevention structure
KR20210125266A (en) 2020-04-08 2021-10-18 김기종 Structure with enhanced stability used on the surface and its mounting method
KR102310868B1 (en) 2021-03-05 2021-10-12 상록엔비텍(주) Structure to Prevent Soil Loss in River and Coastal Slopes and Installation Method Thereof
KR102312995B1 (en) 2021-03-05 2021-10-13 상록엔비텍(주) Wave Dissipating Block Structure and Its Mounting Method
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KR20230047645A (en) 2021-10-01 2023-04-10 상록엔비텍(주) Structure to Prevent Soil Loss in River and Coastal Slopes and Installation Method Thereof

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